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Having problem determining the buckling or critical load for a 2-stepped column

Hello.

At the moment I'm trapping in finding a solution to determing the critical/buckling load for this two-stepped column as shown in the picture. In the middle it has an extra support. Could anyone please help me with this exercise, or give me some advice on further references?

Thanks a lot!

AttachmentSize
Image icon Two-Stepped Column.JPG2.29 MB

Here's the figure for the problem

Two-Stepped Column/BeamTwo-Stepped Column/Beam

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